厦门海底隧道明洞回填前后结构安全性分析

    The Structure Safety Analysis of Cut-and-cover Section of Xiamen Sub-sea Tunnel before and after Backfilling

    • 摘要: 为分析评价厦门海底隧道明洞修筑后地基承载力不足引起的结构安全性问题,建立荷载-结构模型,采用ANSYS结构分析软件对回填前后明洞结构变形、受力和安全性进行分析和评估,给出了结构安全系数.明洞结构在回填前是安全的;回填之后,在回填土自重荷载作用下结构安全性不够,回填前应进行地基加固.

       

      Abstract: In order to evaluate the structure safety of cut-and-cover section of Xiamen sub-sea tunnel caused by lack of ground load-beating capacity,the cut-and-cover tunnel is modeled as a structure loaded by earth and water pressures.The deflections,inner forces and safer of the cut-and-cover tunnel structure are analyzed by a structure analytical software named as ANSYS,and the structure safety factors are calculated.In conclusions, the cut-and-cover tunnel structure is safe before backfilling,but the structure safety is not enough because of the loads of backfilling self-weight.It is suggested that the ground of the cut-and cover tunnel should be treated by reinforced measures.

       

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